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Upper <br />Level <br />Deck <br />Men's <br />Women's <br />Service/ Egress Hall Service/ Egress Stair <br />Dumbwaiter <br />Brides Toilet <br />Storage <br />21 <br />19 <br /> 7 <br />20 <br />28 <br />Service/ Access <br />Deck <br />** <br />31 <br />23 <br />24 <br />26 <br />27 <br /> Shower <br />25Rear wall grab bars shall be 36" (915 mm) long, and mounted so <br />24" (610 mm) are to the transfer side of the toilet and the other 12" <br />(305 mm) to the wall side. The rear grab bar can be split or shifted <br />to the open side to accommodate the required location of the <br />flush control valves. <br />23 <br />jmwells design <br />713 washington street <br />kerrville, texas 78028 <br />830.890.8808 <br />jmwellsdesign@gmail.com/ <br />jackmwells@outlook.com <br />C O P Y R I G H T 2 0 1 7 <br />B I N D I N G . . .D:\Jack\My Documents\Drawings\LEER CONSTRUCTION\JANOON Banquet Remodel\Janoon Tenant Improvement.dwg-* <br />A2.4 <br />18.106 <br />Enlarged Plan - <br />Upper Level <br />Toilet Rooms <br />Enlarged Plan - <br />Upper Level Toilet Rooms <br />1/4" = 1'-0"01PLAN <br />NORTH <br />Tenant Improvement/ Design Build112 East Yosemite AvenueManteca, CaliforniaPhase 2Janoon Banquet and Event HallWater Efficiency <br />Water Closets <br />Urinals (wall mounted) <br />Lavatory Faucets <br />1.28 per flush <br />max <br />0.125 per flush <br />.5 gpm 50 psi <br />J <br />A2.4 <br />02 <br />Interior Elevations - Toilet Rooms <br />3/8" = 1'-0"02 <br />E <br />D F <br />A2.4 <br />02 <br />B <br />A C <br />A B C <br />FED <br />P <br />P <br />J <br />J <br />L <br />L <br />N <br />C <br />M <br />Proposed Tenant Improvement Occupant Load for Plumbing per <br />CPC 422.1 REVISED (Phase 2) <br />Occupancy Floor Area Occupant Load <br />Factor <br />Total lOccupants <br />First Floor <br />Dining <br />Storage <br />Kitchen <br />Private upper deck <br />Corridor <br />Total Occupant Load (Phase 1/2) <br />2383 ft² <br />1750 ft² <br />742 ft² <br />2434 ft² <br />146 ft² <br />30 79 <br />300 <br />200 <br />6 <br />4 <br />30 <br />200 <br />81 <br />1 <br />185 <br />Toilet rooms 476 ft²200 3 <br />462 <br />277 <br />Entrance 481 ft²3 <br />Restrooms <br />Dining 5251 ft² <br />540 ft² <br />30 175 <br />3 <br />Utilities 512 ft²300 2 <br />Corridor 956 ft²5 <br />Second Floor <br />Dining <br />Dressing Room and Toilet <br />Bar <br />Stairs and Corridor <br />2748 ft²30 <br />584 ft² <br />188 ft² <br />765 ft² <br />92 <br />3 <br />1 <br />4 <br />Subtotal 2nd Floor <br />Subtotal 1st Floor <br />NOTE <br />1 Existing Unisex toilet room (Employee) adjacent "kitchen" area IS NOT INCLUDED in fixture count. <br />2 153 total increase in occupants over "Phase 1" work. <br />200 <br />200 <br />200 <br />200 <br />200 <br />200 <br />100 <br />15 <br />100 <br />300 <br />100 <br />15 <br />100 <br />300 <br />5 <br />350 <br />6 <br />2 <br />10 <br />159 <br />4 <br />6 <br />Table A.Table A. <br />542 <br />100 <br />100 <br />100 <br />15 <br />100 <br />100 <br />6 <br />2 <br />8 <br />162 <br />5 <br />2 <br />910 <br />368 <br />15 183 <br />Table A.Table A.- First Level occupancy loading covered under Phase 1 of this project. This calc is intended for the Proposed <br />Upper Deck Addition. ADJUSTED TO ENTIRE PROJECT... <br />- Total Phase 1/ 2 - 455 Male and female per Plumbing Occupant Load per CPC 422.1, however utilizing "Table-A. <br />Occupant Load Factor:, Occupancy Group A .2. Conference rooms, dining rooms, drinking establishments, exhibit <br />rooms, gymnasiums, lounges, stages, and similar uses, including restaurants classified as Group B occupancies. - <br />OCCUPANT LOAD FACTOR (square feet) 30 - 231 Male and Female per CPC 422.1, Table A. <br />CPC 422.5: <br />A-2 462 Male; wc 4 (301-400)+1 = 5, urinals 4 (401-600),lavatories 3 (201-400) + 1 = 4 <br />Female; wc 8 (301-400)+1 = 9, urinals 0 lavatories 4 (201-400) + 1 = 5 <br />Total Fixture wc 14, urinals 4 lavatories 9 <br />CPC 422.5, Table A: <br />A-2 231 Male; wc 3 (151-300)+0 = 3, urinals 2 (201-300),lavatories 3 (201-400) + 0 = 3 <br />Female; wc 6 (201-300)+0 = 6, urinals 0 lavatories 4 (201-400) + 0 = 4 <br />Total Fixture wc 9, urinals 2 lavatories 7 <br />Plan Detail - <br /> Dumbwaiter Upper Level <br />3/8" = 1'-0"03 <br />5401 N. Hickman Rd., Denair, Ca. 95316 <br />(209) 485-8620 <br />J <br />P <br />Fixture Count/ Analysis <br />Existing Fixtures/ Phase 1 <br />Water <br />Closets <br />Urinals Lavatories <br />Male <br />Female <br />Unisex (LL) <br />Brides Toilet (UL) <br />3 2 3 <br />Fixture Count total- <br />water closet/ urinals <br />5 <br />4 0 3 . <br />1 0 1 . <br />5 <br />1 1 1 2 <br />Phase 2 <br />Male <br />Female <br />2 2 3 4 <br />4 0 3 4 <br />Total Fixtures 13 5 13 Male <br />Female <br />9 <br />9 <br />proposed fixtures... <br />P Q R S <br />A2.4 <br />02 S <br />A2.4 <br />02 <br />R <br />Q <br />P <br />Revsed Entire Sheet...